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'. .,', .' <br />-1-,-1--.... z <br />I ,1~11111]llllli!I!IIIIII: ..'...........~ ~ ~ <br />-=I!!=I'I=III= ... . · <br />} 16"~ <br /> <br />GRADE <br /> <br />FINISH FLOOR LEVEL <br /> <br />W,W.M. <br /> <br /> <br /> <br />w <br /> <br />o <br />N <br /> <br />2) #5 <br />REBAR <br /> <br /> <br /> <br /> <br /> <br />SINGLE STORY FTG <br />BEARING <br /> <br />SECTION @ GARAGE <br />1 STORY <br /> <br />THICKENED EDGE <br /> <br />STEP DOWN @ ENTRY <br /> <br />SCALE: N.T.5, <br /> <br />SCALE: N,T.S. <br /> <br />SCALE: N.T.5. <br /> <br />SCALE: N,T.5, <br /> <br />FRONT WALL <br />OF GARAGE <br />PROVIDE 1 1/2" <br />DEEP X 13" WIDE <br />RECESS AT GARAGE <br />DOOR. <br />1/2" EXP. JOINT <br />AUGN DRIVE W/ <br />BOTIOM OF <br />RECESS & PITCH <br />DRIVE <br /> <br /> <br />PROVIDE 1 1/2" X 5 1/2" RECESS <br />FOR (2) PANEL UNITS <br />PROVIDE 1 1/2" X 7 1/2" RECESS <br />FOR (3) PANel UNITS <br />AT SGD LOCATION <br /> <br />W.W.M. <br /> <br />4" X 8" X 16" CMU <br />(TILE SILL BY <br />TILE CONTRACTOR <br />(RAISED OR FLUSH) <br /> <br />F.F. 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SILL DETAIL <br />BEARING <br />1 STORY <br /> <br />SCALE: N.T.S, <br /> <br />SCALE: N.T,S, <br /> <br />SCALE: N.T.S, <br /> <br />FOUNDATION NOTES <br /> <br />GENERAL MASONRY NOTES: <br /> <br />3) SOIL: <br />3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR) <br />4) CONCRETE: <br />4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: <br />2500 PSI (NORMAL WEIGHT). <br />4.2 REINFORCING BARS: ASTM A615 (GRADE 40). <br />4.3 WELDED WIRE FABRIC (WWF): ASTM A185. <br />4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACl 315. <br />4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" <br /> <br />BOTIOM AND SIDES. <br />4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK <br /> <br />AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED <br /> <br />WITH 6X6 - W1.4 X W1.4 WWF AT MID-DEPTH OF SLAB. <br /> <br />4,7 CONCRETING OPERATIONS SHALL COMPLY WITH ACl STANDARDS. <br />4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20., #3 BAR IS". <br />4,9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS <br /> <br />104.2.6; 104.2.7; 1403,1.6, 1503.4.4; 1816; 1916.7,5; 2303.1.4 & 2304 <br /> <br />1. MASONRY UNITS: lAW ASTM C90 <br />2. 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